西安地区地裂缝带Q3原状黄土流变特性试验研究

doi:10.16285/j.rsm.2015.07.004

›› 2015, Vol. 36 ›› Issue (7): 1847-1855.doi: 10.16285/j.rsm.2015.07.004

西安地区地裂缝带Q3原状黄土流变特性试验研究

邓亚虹^{1, 2, 3}，李丽^{1, 4}，慕焕东^{1, 2}，王鹏⁵，李飞霞¹

1. 长安大学地质工程系，陕西西安 710054；2. 长安大学国土资源部岩土工程开放研究实验室，陕西西安 710054； 3. 长安大学西部矿产资源与地质工程教育部重点实验室，陕西西安 710054；4. 甘肃省交通科学研究院有限公司，甘肃兰州 730050； 5. 甘肃省地矿局第三地质矿产勘查院，甘肃兰州 730050

收稿日期:2014-04-01 出版日期:2015-07-11 发布日期:2018-06-13
作者简介:邓亚虹，男，1978年生，博士，副教授，主要从事土动力学及岩土工程方面的研究。
基金资助:
国家自然科学基金项目(No. 41002106，No. 41372327)；甘肃省交通运输厅科技项目(No. 2012-03)。

Experimental research on rheological properties of Q3 intact loess within ground fissures belt in Xi'an region

DENG Ya-hong^{1, 2, 3}，LI Li^{1, 4}，MU Huan-dong^{1, 2}，WANG Peng⁵，LI Fei-xia¹

1. Department of Geology Engineering, Chang'an University, Xi'an, Shaanxi 710054, China; 2. Open Research Laboratory of Geotechnical Engineering of Ministry of Land and Resources, Chang'an University, Xi'an, Shaanxi 710054, China; 3. Key Laboratory of Western China Mineral Resources and Geological Engineering of Ministry of Education, Chang'an University, Xi'an, Shaanxi 710054, China; 4. Gansu Transportation Research Institute Co., Ltd., Lanzhou, Gansu 730050, China; 5. Third Geological and Mineral Exploration Institute of Gansu Provincial Bureau of Geology and Mineral Resources, Lanzhou, Gansu 730050, China

Received:2014-04-01 Online:2015-07-11 Published:2018-06-13

摘要/Abstract

摘要： 汾渭盆地是我国乃至世界上地裂缝最为发育、灾害最为严重的地区。考虑在漫长的地质历史过程中黄土的流变特性对地裂缝破裂扩展模式的影响，采用分级循环加卸载方式，对西安地区长安地裂缝（fc1）带Q3原状黄土进行了不同围压下的固结不排水三轴流变特性试验，得到了地裂缝带Q3原状黄土的蠕变加、卸载曲线和应变速率与时间关系曲线。试验结果表明，不同围压下地裂缝带Q3原状黄土表现为低应力下为减速蠕变，高应力下为减速蠕变和等速蠕变的特征。并基于统一流变力学模型理论，建立了适用于西安地区地裂缝带Q3原状黄土的三维蠕变本构模型，获得了相应的本构模型参数。该成果为研究隐伏地裂缝破裂扩展模式及其力学机制奠定了基础。

关键词: 地裂缝带, Q3原状黄土, 流变试验, 蠕变本构, 参数辨识

Abstract: The Fenhe River-Weihe River Basin is one of the areas with the most developed ground fissures and related geohazards in China and even in the world. The effect of the rheological properties of loess during the long geological history is considered as the fracture extension mode of ground fissures. Applying stepwise loading and cyclic unloading, a series of consolidated undrained triaxial tests is conducted on Q3 intact loess sampled from Chang'an ground fissures belt in Xi'an region, to examine the rheological properties of the loess with different confining pressures. The loading and unloading creep curves, strain rate vs. time curves of Q3 intact loess within ground fissures are obtained. The experimental results show that the Q3 intact loess is featured with slow creep under low stress and slow creep or constant creep under high stress. Based on the unified rheological theory, a three-dimensional creep constitutive model which is suitable for Q3 intact loess within ground fissures belt in Xi'an region is established; and parameters of the model are obtained. The results lay a foundation for studying the fracture extension model of concealed ground fissures and the mechanism behind.

Key words: ground fissures belt, Q3 intact loess, rheological test, creep constitutive, parameter identification

中图分类号:

TU 444

邓亚虹，李丽，慕焕东，王鹏，李飞霞，. 西安地区地裂缝带Q3原状黄土流变特性试验研究[J]. , 2015, 36(7): 1847-1855.

DENG Ya-hong ，LI Li ，MU Huan-dong ，WANG Peng ，LI Fei-xia，. Experimental research on rheological properties of Q3 intact loess within ground fissures belt in Xi'an region [J]. , 2015, 36(7): 1847-1855.

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西安地区地裂缝带Q3原状黄土流变特性试验研究

Experimental research on rheological properties of Q3 intact loess within ground fissures belt in Xi'an region

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